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Home My WebLink AboutEngineer Plans - 2016ACCESS FOR ROUTINE MAINTENANCE MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER INSTALLATION ------------ ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE PRECAST H-10•` BUILDING. ALARM TO BE ON 20Rs (TVP.) SEPARATE CIRCUIT FROM PUMP INV. IN 3.72' *4.0' 6" BAFFLE *INTERIOR PLUMBING TO BE RE-ROUTED TO EXIT THE DWELLING AS SHOWN IN PLAN VIEW. PLUMBER TO CONFIRM FEASIBILITY PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. (2-% SLOPE) MIN. FOUNDATION - 14' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 2% MIN. SLOPE OVER SYSTEM 4" LOAM &SEED 30"f I CAP STONE UNITS 1/2" x 5 1/4" 6" COVER =Ali -II _ Fiberglass -IL- _II II_ Pins S 3'MIN. - _T� SYSTEM PROFILE (NOT TO SCALE) PROVIDE QUICK DISCONNECT FOR PUMP ---,ACCESS COVERS TO GRADE NOTE: 3301 GAL. RESERVE PROVIDED IN PC "MIUM .75' OFOVER OVER PRECAST i ALL SYSTEM COMPONENTS SHALL BE - PROVIDE INSPECTION PORTS TO MARKED WITH MAGNETIC TAPE OR ! WITHIN 3" OF FINISH GRADE COMPARABLE MEANS FOR FUTURE (OCATION. i, 2% SLOPE REQU)IED OVER SYSTEM 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) CHECK VALVE 2000 GAL. SEPTIC TANK/PUMP 5' D -BOX CHAMBER COMBINATION WATERPROOF MYERS SRM 4 / WATERTIGHT SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) BUOYANCY CALCS. (ON BLOCK) H-10 2000 GAL. ST WEIGHS 14,160 LBS 2.85'x 12.0 x 6.5 X 62.4 = 13,904 LBS UP(OK) s*AIN 99- P 2" PRESSURE LINE SLOPE TO DRAIN BACK COARSE SAND BACKFILL A 4"0SCH4I PVC W40 198.4] PROPOSED SPOT EL. TTH11 MIL LINER FROM TOP PEASTONE/WALLTO PIPES LEVEL 1ST 2' 2> OR EQUAL RETAINING WAL18"X8" 1 FLOAT SWITCH �y4 PINS REQ. 14" TEE 6"X30" Crushed Rock or 750 GAL. MIN. SETTINGS: EE Leveling Pod req. RETAINING WALL THIS SIDE OF ALARM ON 6.23' Locus BAFFLE a m o°o°o°o°o°o° °°°°°°°°°°° - 3 PUMP ON °�°'" " ZABEL FILTER 6 5" WORKING RANGE 6.43' 6.2 6' (A100) OUTLET5„ omPs WATERTEST D'BOX QUICK4 STANDARD LOW PROFILE UNITS TEE W/ FOR LEVELNESS EXTENSION 12" PUMP OFF 0 OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 32' X 8.5 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) CHECK VALVE 2000 GAL. SEPTIC TANK/PUMP 5' D -BOX CHAMBER COMBINATION WATERPROOF MYERS SRM 4 / WATERTIGHT SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) BUOYANCY CALCS. (ON BLOCK) H-10 2000 GAL. ST WEIGHS 14,160 LBS 2.85'x 12.0 x 6.5 X 62.4 = 13,904 LBS UP(OK) s*AIN 99- P X 99.1 COARSE SAND BACKFILL A 99 W40 198.4] PROPOSED SPOT EL. TTH11 MIL LINER FROM TOP PEASTONE/WALLTO 12" BELOW GRADEKEYSTONE 2> OR EQUAL RETAINING WAL18"X8" 1 SET WITH 1" BATTER PER ROFIBERGLASS �y4 PINS REQ. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 6"X30" Crushed Rock or 3.73 Unreinforced Concrete Leveling Pod req. RETAINING WALL CROSS SECTION NOT TO SCALE LEGEND- EGEND99 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. TTH11 C71 TEST HOLE 2> SLOPE OF GROUND 1 UTILITY POLE �y4 FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNE�. - A HONE, RS DAT 8/13/15 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 0" 3.8' A LS 9" 1OYR 3/2 B LS IOYR 4/4 18' 2.3' PERC C FS 2.5Y 5/4 84" I -3.2' GROUNDWATER ENCOUNTERED AT 28" EL. 1.47 DICE ##89-376 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) COMPACTION. (15.221 [21) (-L-% SLOPE) 5.95'. 4' TOP OF WALL AT EL. 7.1 CAP STONE UNITS Fiberglass /Pins w 40 MIL LINER FROM x TOP PEASTONE/WALL TO 12" BELOW GRADE n _F \ m a 5' LEACHING USE ADJUSTED GROUNDWATER FACILITY OF EL. 1.95' PER TEST HOLES PREVIOUSLY DONE IN THIS AREA I SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED NOTES EXISTING 3 BEDROOM DWELLING 1. DATUM IS NAVD 88 DESIGN FLOW: _3 BEDROOMS @ 110 GPD = 330 GPD 2. MUNICIPAL WATER IS EXISTING USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 330 GPD (2) = 660 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS USE A 2000 GAL. H-10 SEPTIC TANK/PUMP CHAMBER COMBO TO BE AASHO H -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 4.72 SF/LF x 4' LENGTH = 18.88 SF PER 310 CMR 15.000 (TITLE 5.) QUICK4 PLUS STANDARD LP UNIT 7. THIS PLAN iS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER 330 GPD/0.74 GPD/SF = 446 SF LEACHING PURPOSE. REQ'D 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.. 446 SF/18.88 SF/UNIT = 23.6 UNITS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND THEREFORE, USE GRAVELLESS SYSTEM OF (24) PERMISSION OBTAINED FROM BOARD OF HEALTH. QUICK4 STANDARD LP UNITS IN FIELD 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING CONFIGURATION' OF 3 ROWS OF 8 UNITS DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 24 UNITS x 18.8NIT = 453 SF> 446 SF PRIOR TO COMMENCEMENT OF WORK. 453 SF (0.74) L 335 PD (OK) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND'FILLED WITH CLEAN SAND. 13. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT SLEEVES, BOOTS AND'. TANKS_MUST`BE"WATERTIGHT. 14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT REQUIRED. PROP. VENT WITH CHARCOAL. FILTER MAR 19 2021 AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) i '113.94 - GAS LINE TO BE \,r o �, 3' REMOVAL OF UNSUITABLE SOIL REQUIRED RE-ROUTED \\\ 0AROUND PERIMETER OF LEACHING FACILITY, \ DOWN TO SUITABLE SOIL LAYER. REPLACE 3. �5 WITH CLEAN MED. SAND, TO MEET . SPECIFICATIONS OF 310 CMR 15.255(3) % n PROVIDE 28' OF 40 MIL LINER AT 3' � \ OFF SAS IN AREA SHOWN. TOP AT ELEV. 6.6', BOTTOM AT EL. 2.6't 3.87 *10 .73 IN h /�. \ EXISTING G•� .59- .S3 0 4. WATERLINE V•� .4.62 \ (RE-ROUTE) 4.65 �4. 8 ,Pb�JDEN ; \\ .54 / 3 \ �( 3.78 93 / .99 70 S \ .29 t _ �C>{�f1 1 . .36 1 3 (l • 3.92 4y17 - -<03 O z 4.2% 4.73 I 14 Pi i X4.41 I I Scale: 1'I'= 20' 0 1T 20 30 40 50 FEET -3l I L DATE Yarmouth Health Department A �E IZ Name Ditto L DANIEL' A. OJALA, P.E., P.L.S. \ PROPOSED RE-ROUTED \ WATERLINE 3.66 �5 N 0 t C71 CN 3.78 It 1 77 �y4 3.73 0 i i i -3l I L DATE Yarmouth Health Department A �E IZ Name Ditto L DANIEL' A. OJALA, P.E., P.L.S. LOCUS MAP NOT TO SCALE ASSESSORS MAP 24 PARCEL 139 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1a): REDUCTION IN SETBACK SAS TO LOT LINE (10' TO 8') (tb): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 12.8') (1h): REDUCTION IN SEPARATION TO G -W, 5' TO 4' 15.555 (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE MATERIAL (5' TO 3') TITLE 5 SITE PLAN OF 22 PAWNEE ROA® WEST YARMOUTH, MA PREPARED FOR KAREN BOWEN DATE: NOVEMBER 25, 2015 REV: MARCH 9, 2016 (SAS CHANGE) off 508-362-4541 fax 508-362-9880 downcope.com down cope engineering, inc, civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 89-376 �5 t I �y4 0 m Locus ° a m 3 omPs e 0 5 Lewis pond LOCUS MAP NOT TO SCALE ASSESSORS MAP 24 PARCEL 139 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1a): REDUCTION IN SETBACK SAS TO LOT LINE (10' TO 8') (tb): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 12.8') (1h): REDUCTION IN SEPARATION TO G -W, 5' TO 4' 15.555 (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE MATERIAL (5' TO 3') TITLE 5 SITE PLAN OF 22 PAWNEE ROA® WEST YARMOUTH, MA PREPARED FOR KAREN BOWEN DATE: NOVEMBER 25, 2015 REV: MARCH 9, 2016 (SAS CHANGE) off 508-362-4541 fax 508-362-9880 downcope.com down cope engineering, inc, civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 89-376